WO2018121107A1 - Paroi d'étanchéité trapézoïdale contre les explosions de mine et son procédé de construction - Google Patents

Paroi d'étanchéité trapézoïdale contre les explosions de mine et son procédé de construction Download PDF

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Publication number
WO2018121107A1
WO2018121107A1 PCT/CN2017/110694 CN2017110694W WO2018121107A1 WO 2018121107 A1 WO2018121107 A1 WO 2018121107A1 CN 2017110694 W CN2017110694 W CN 2017110694W WO 2018121107 A1 WO2018121107 A1 WO 2018121107A1
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WO
WIPO (PCT)
Prior art keywords
sealing
wall
pipe
filling
anchor net
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Application number
PCT/CN2017/110694
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English (en)
Chinese (zh)
Inventor
戚绪尧
张立斌
辛海会
李启中
王德明
Original Assignee
中国矿业大学
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Application filed by 中国矿业大学 filed Critical 中国矿业大学
Priority to AU2017388776A priority Critical patent/AU2017388776B2/en
Publication of WO2018121107A1 publication Critical patent/WO2018121107A1/fr

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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
    • E21F17/103—Dams, e.g. for ventilation
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor

Definitions

  • the invention relates to a mine explosion-proof trapezoidal sealing wall and a construction method thereof, and is suitable for a mine with a large closed gas wall or a mine with a relatively large amount of gas emission when a thermal power disaster such as an explosion or a fire in a roadway occurs.
  • coal plays an extremely important role in human production and life.
  • coal is threatened by various natural disasters during mining, storage, transportation and application, which seriously affects the safe production and utilization of coal.
  • Mine fire is one of the main forms of disasters. It will burn a large amount of coal resources and equipment, generate a lot of high-temperature flue gas and harmful gases, endanger the safety of underground workers, and cause gas and coal dust explosions in serious cases. Big disaster. After a fire in a coal mine, if it is not possible to directly extinguish the fire, the fire zone must be closed.
  • the airbag/filling air bag has high requirements and cannot be processed in advance, and the limitation is relatively large, which is not suitable for the emergency construction in the case of disaster;
  • the complicated cross section of the roadway there are often sharp objects with angular edges, which may easily lead to air leakage of the airbag/filled airbag used, which is a safety hazard, and is difficult to resist thermal shock disasters such as shock waves, and the service period is limited.
  • the filling type of the closed wall is generally formed by using steel plates, wood boards or masonry materials to construct the inner and outer walls to form a cavity, and then filling the cavity with the material to be filled to form a closed wall.
  • steel plates, wood boards or bricks for internal and external wall construction
  • the inner and outer walls formed by the use of wood boards are likely to leave safety hazards due to their flammability, and the use of steel plates or bricks to construct internal and external walls is expensive. It is time-consuming and labor-intensive, and the filling material used in the early stage has a long solidification time and cannot meet the needs of emergency construction.
  • the existing closed wall and its construction method have the need of complicated transportation of raw materials, high cost, time and labor, unable to meet emergency or construction quality, and can not meet the needs of long-term airtightness, which cannot meet the needs of high-efficiency emergency rescue during the period of mine major thermal power disaster. .
  • the present invention provides a mine explosion-proof trapezoidal sealing wall and a construction method thereof.
  • the mine explosion-proof trapezoidal sealing wall has a top and a bottom end of a roadway roof and a bottom plate respectively, and a roadway wall on both sides; and a grouting hole, a metal anchor net, a sealing cloth, a filling body, a wire, a component such as a filling pipe, a sealing valve, a drain pipe, an expansion bolt, etc.;
  • the metal anchor net is arranged on the surrounding rock by an expansion bolt, and the two metal anchor nets are connected to each other by a wire;
  • a sealing cloth is arranged inside the metal anchor net, and the metal anchor net and the sealing cloth are connected by a wire;
  • the filling body material is injected into the cavity formed by the sealing cloth and the surrounding rock through the grouting hole, and the sealed wall body is formed after filling; the grouting hole is formed;
  • the grouting pipe is connected to the filling device;
  • the fireproof material pouring pipe penetrating the wall is reserved in the middle of the closed wall, and the drain pipe penetrating
  • the grouting pipe is connected with an external filling device, and the filling device is connected with the grouting pipe through the feeding pipe; the raw material slurry forming the filling body is injected into the sealed cavity through the filling device. .
  • the filler body material comprises a material composed of sulphoaluminate cement and a composite retarding dispersing agent, and a material composed of lime, gypsum and composite quick-setting admixture, two The mixture is mixed in proportion and solidified to form a filling body.
  • the mine explosion-proof trapezoidal sealing wall according to the present invention has a trapezoidal shape along a longitudinal section of the roadway, an outer side end of which is an inclined step surface, and an inner side surface which is a right angle surface.
  • the width of the bottom of the ladder-shaped closed wall is 0.5 to 1.5 m, and the width of the lower bottom is 1.5 to 2 times of the upper bottom, which is determined according to the size of the roadway section.
  • the mine explosion-proof trapezoidal sealing wall according to the invention is used for fixing the anchor net and the sealing cloth, and the distance between each expansion bolt is 30-50 cm, and the optional specifications are M16, M18, M20, M22, M24. Etc., and the length is 250 ⁇ 350mm.
  • the method for constructing the mine explosion-proof trapezoidal sealing wall according to the present invention has the following steps:
  • the mine explosion-proof trapezoidal sealing wall and the construction method thereof provide the filling area boundary by using the mining metal anchor net and the sealing cloth, thereby overcoming the shortage of the safety stability of the wooden building cavity, and adopting the steel plate or the masonry.
  • the construction of the cavity is time-consuming and labor-intensive, and the use of the capsule raw material is difficult, vulnerable, and the service period is insufficient.
  • the raw materials used are common items in coal mines, which are convenient to obtain and low in cost.
  • the mine explosion-proof trapezoidal sealing wall and the construction method thereof are provided, and the side surface of the mine explosion-proof trapezoidal sealing wall formed by the invention is a right-angled ladder shape, and the inner side of the sealing wall is a right angle shape, which fully utilizes the advantage of the trapezoidal section wall with strong impact resistance. , further improving the explosion-proof capability of the closed wall.
  • the mine explosion-proof trapezoidal sealing wall and the construction method thereof provided by the invention, the filling and conveying process provided by the invention The medium is fluid, which is more convenient to transport and transport than traditional masonry, steel, wood and other materials, and the filling body formed after mixing has strong impact resistance and cushioning effect, and the explosion-proof effect is better.
  • the mine explosion-proof trapezoidal sealing wall and the construction method thereof are provided by the invention, and the cavity is formed by the hanging net method during the construction process, thereby avoiding the construction of the inner and outer walls, the construction time is short, and the efficiency is high.
  • Figure 1 is a front view of the present invention for rapidly forming a closed wall in a mine well
  • FIG. 2 is a perspective view showing the arrangement of an anchor net and an expansion bolt for constructing a sealing wall according to the present invention
  • Figure 3 is a side view showing the structure of Figure 1A-A;
  • Figure 4 is a side elevational view showing the cross-sectional structure of the filling and mixing device B-B of Figure 3.
  • Figure 5 is a schematic perspective view of a closed wall
  • a mine trapezoidal explosion-proof closed wall which is suitable for the rapid construction of closed walls during the thermal disaster of coal mines. It mainly comprises a grouting hole 4, a metal anchor net 5, a sealing cloth 9, a filling body 10, a wire 11, a filling pipe 12, a sealing valve 13, a drain pipe 14, and an expansion bolt 17.
  • the metal anchor net 5 is an anchor net used in the mine support, which is convenient to take.
  • the metal anchor net 5 is fixed to the surrounding rock 3 by expansion bolts 17, and is connected with the wire 11 to ensure its stability. Wherein, the distance between each expansion bolt is 30 to 50 cm.
  • the sealing cloth 9 inside the metal anchor net is a flame-retardant cloth, and is connected with the anchor wire 5 by the wire 11 to prevent the slurry from flowing out through the mesh of the metal anchor net 5.
  • the filling body 10 is a quick-setting slurry and has high strength.
  • the quick-setting sizing slurry is composed of two basic materials of I and II.
  • the I material is composed of sulphoaluminate cement and composite retarding dispersing agent
  • the second material is composed of other auxiliary materials such as lime, gypsum and composite quick-setting admixture.
  • the two basic materials are fluids for easy transport. At the same time, it is necessary to add a coagulant.
  • the infusion tube 12 is used to inject a fireproof material such as mud, foam, or inert gas into the enclosed area.
  • a drain pipe 14 is arranged at the lower end of the sealing wall to release water accumulated in the confined space in time.
  • the side of the closed wall is trapezoidal in shape, and the explosion-proof effect is better.
  • the width of the bottom of the ladder-shaped closed wall is 0.5 to 1.5 m, and the width of the lower bottom is 1.5 to 2 times of the upper bottom, which is determined according to the size of the roadway section.
  • the expansion bolt 17 is used to fix the anchor net and the sealing cloth.
  • the optional specifications are M16, M18, M20, M22, M24, etc., and the length is 250-350mm.
  • the construction method of the mine explosion-proof trapezoidal sealing wall is mainly composed of a filling device 6, a valve 7, a grouting pipe 8, a flow meter 15, a feeding pipe 16, a mixer 18, a grouting pump 19 and the like.
  • the construction steps are divided into four parts: the preparation stage, the feeding stage, the filling stage and the ending stage.
  • Preparation stage the anchor net 5 and the sealing cloth 9 are trimmed according to the shape and size of the roadway section, and the length and width of the anchor net 5 and the sealing cloth 9 are both about 0.8 to 1 m longer than the roadway, and the excess part is used for fixing by the expansion bolt 17.
  • Anchor net 5 and sealing cloth 9. The anchor net 5 and the sealing cloth 9 which have been cut according to the roadway specifications are connected and fixed by the wire 11 to form a whole. As shown in FIG. 1 and FIG. 5, a grouting hole 4 is formed in an upper center of the outer anchor net 5 and the outer sealing cloth 9 near the top plate 1, and the diameter is 8 to 12 cm, and the grouting pipe 8 is connected to the filling body.
  • an opening is formed at an approximate center position of the inner and outer anchor nets 5 and the middle portion of the sealing cloth 9, respectively, having a diameter of 10 to 15 cm for arranging the grouting pipe 12; the inner and outer anchor nets 5 and the bottom of the sealing cloth 9 Near The center-like positions are respectively opened with orifices having a diameter of 8 to 12 cm for arranging the drain line 14.
  • a mining metal anchor net 5 is arranged on both inner and outer sides of the area to be filled, and is fixed by an expansion bolt 17. The two anchor nets are connected by the wire 11 at the corresponding corner positions to prevent the anchor net 5 from being displaced during the filling process.
  • the iron pipe is placed in the middle of the inner and outer anchor nets as the fire-proof material filling pipe 12, and the length of the iron pipe is 50-100 cm larger than the distance between the two holes, and the outer end of the pipe is controlled by a valve. Closed; through the two holes reserved at the bottom of the inner and outer anchor nets, the iron pipe is placed as the drain pipe 14, the length of the iron pipe is 50-100 cm larger than the distance between the two holes, and the outer end of the pipe is controlled to open and close by a valve;
  • the grouting pipe 8 is connected to the grouting hole 4 and fixed by a wire.
  • Feeding stage The pre-conditioned I and II basic materials are charged into the filling device 6, and the I and II feed flow ratios are controlled by the valves 7-2, 7-3 and the flow meter 15 to be 1:1.
  • the filling device 6 is activated, the material in the filling device 6 is stirred to be evenly mixed, and then the filling area is filled.
  • the valve 7-1 is appropriately adjusted to control the slurry inflow speed until it is closed. In order to prevent the filling material from condensing in the filling device, the feeding and filling should be carried out simultaneously.
  • End stage After filling, it is necessary to clean the filling equipment in time to prevent plugging of the filling equipment. After 15 to 20 minutes of filling, the condensed state of the filling body 10 is sensed by a hard material such as a stone or an expansion bolt. After the condensed state of the filling body 10 is good, the external anchor net 5 and the sealing cloth 9 can be detached if necessary. Recycle or remain intact.
  • the invention relates to a method for constructing a mine explosion-proof trapezoidal sealing wall, wherein the filling device 6 is a mixing and grouting integrated grouting machine, and there are a mixer and a grouting pump at the front end with I and II feeding inlets, and the feeding port is connected with the feeding port.
  • the tube diameter is 8 to 12 cm.
  • a valve 7-1 is present at the front end of the grouting pipe 8 for controlling the inflow speed of the slurry.
  • the front feed tube 16 is used to prepare a quick setting slurry. And the feed pipe 16 is provided near the filling device 6 to provide valves 7-2, 7-3 and a flow meter 15 for controlling the material injection speed.
  • the perfusion tube 12 and the drain line 14 can be set as needed or not, and if the condition is critical, the perfusion tube 12 and the drain line 14 need not be provided.
  • the invention relates to a mine explosion-proof trapezoidal sealing wall, wherein the filling device is a mixing and pouring integrated grouting machine, and the filling device has two feeding ports at the front end, and a mixer and a grouting pump are arranged inside. And after the filling device, there is a valve at the front end of the grouting pipe to control the inflow speed of the slurry.
  • the filling time can be adjusted according to the water content and the amount of coagulant added.
  • the filling and drain lines can be set as needed or not, and if the condition is critical, the filling and drain lines are not required.

Abstract

La présente invention porte sur une paroi d'étanchéité trapézoïdale contre les explosions de mine et sur son procédé de construction, qui sont adaptés à la situation où il est trop tard pour construire une paroi d'étanchéité classique lorsque des catastrophes thermodynamiques, telles qu'une explosion et un incendie, se produisent dans un tunnel ou dans une mine avec une importante quantité d'émission de gaz. Un toit de tunnel (1) et un sol (2) sont respectivement au niveau de l'extrémité supérieure et de l'extrémité inférieure et des parois de tunnel sont sur les deux côtés ; des filets d'ancrage métalliques (5) sont disposés sur la roche de paroi au moyen de boulons d'expansion (17) et les deux filets d'ancrage métalliques (5) sont reliés l'un à l'autre au moyen de fils de fer (11) ; des tissus d'étanchéité (9) sont disposés sur les côtés internes des filets d'ancrage métalliques (5) et les filets d'ancrage métalliques (5) sont reliés aux tissus d'étanchéité (9) au moyen de fils de fer (11) ; un matériau d'un corps à remplir (10) est injecté, par un trou de scellement (4), dans une cavité formée par les tissus d'étanchéité (9) et la roche de paroi, et la paroi d'étanchéité est formée après remplissage ; le trou de scellement (4) est relié à un dispositif de remplissage (6) au moyen d'un tuyau de scellement (8) ; un tuyau de versage (12) constitué d'un matériau de prévention et d'extinction d'incendie et pénétrant à travers la paroi est réservé au milieu de la paroi d'étanchéité, et un tuyau de drainage d'eau (14) pénétrant à travers la paroi est réservé à la partie inférieure de la paroi d'étanchéité.
PCT/CN2017/110694 2016-12-28 2017-11-13 Paroi d'étanchéité trapézoïdale contre les explosions de mine et son procédé de construction WO2018121107A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2017388776A AU2017388776B2 (en) 2016-12-28 2017-11-13 Mine anti-explosion trapezoidal sealing wall and construction method therefor

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201611235679.8A CN106837418B (zh) 2016-12-28 2016-12-28 一种矿用防爆梯形密闭墙及其构筑方法
CN201611235679.8 2016-12-28

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CN110043315A (zh) * 2019-05-30 2019-07-23 西安科技大学 一种具有抗冲击性的矿井灾变区域快速密闭装置及方法

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CN106837418B (zh) * 2016-12-28 2020-12-22 中国矿业大学 一种矿用防爆梯形密闭墙及其构筑方法
CN107178391B (zh) * 2017-06-14 2018-12-28 江西理工大学 一种钢筋混凝土密闭墙的施工方法及应用
CN111502751B (zh) * 2020-05-29 2021-11-09 中蓝长化工程科技有限公司 一种井下胶结充填用气囊式挡墙及施工方法
CN112253241B (zh) * 2020-10-21 2022-09-27 济宁学院 一种矿用采空区塌陷冲击气浪自动缓冲防护系统
CN112627894B (zh) * 2020-12-23 2023-05-12 国能包头能源有限责任公司 一种井下密闭墙体构筑方法及密闭墙体
CN114811404B (zh) * 2022-03-30 2024-04-26 辽宁工程技术大学 一种煤矿井下便携储存二氧化碳的装置及其使用方法

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CN110043315B (zh) * 2019-05-30 2024-03-12 西安科技大学 一种具有抗冲击性的矿井灾变区域快速密闭装置及方法

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AU2017388776A1 (en) 2019-07-25
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CN106837418A (zh) 2017-06-13

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